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Page 380
... accordance with Section 2611 ( h ) . For normal - weight concrete , shear strength V , shall not be taken greater ... accordance with Sections 2610 ( c ) and 2610 ( d ) . ис D. Reinforcement A , to resist tensile force Nuc shall be ...
... accordance with Section 2611 ( h ) . For normal - weight concrete , shear strength V , shall not be taken greater ... accordance with Sections 2610 ( c ) and 2610 ( d ) . ис D. Reinforcement A , to resist tensile force Nuc shall be ...
Page 382
... section extending in a plane across the entire width and located at a distance d from face of concentrated load or reaction area . For this condition , the slab or footing shall be designed in accord- ance with Section 2611 ( b ) ...
... section extending in a plane across the entire width and located at a distance d from face of concentrated load or reaction area . For this condition , the slab or footing shall be designed in accord- ance with Section 2611 ( b ) ...
Page 448
... Section 2611 ( h ) may be applied with limiting maximum stress for shear taken as 55 percent of that given in ... accordance with Sections 2626 ( 1 ) 2 and 2626 ( 1 ) 3 . 2. Design shear stress v shall be computed by v = V bod .. ( 26-9 ) ...
... Section 2611 ( h ) may be applied with limiting maximum stress for shear taken as 55 percent of that given in ... accordance with Sections 2626 ( 1 ) 2 and 2626 ( 1 ) 3 . 2. Design shear stress v shall be computed by v = V bod .. ( 26-9 ) ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength